Zobrazeno 1 - 10
of 21
pro vyhledávání: '"Jin Xin Gong"'
Publikováno v:
BMC Pediatrics, Vol 23, Iss 1, Pp 1-10 (2023)
Abstract Background We aimed to analyze the characteristics of the body composition of children and adolescents aged 3–17 in Suzhou, China. Methods A cross-sectional study between January 2020 and June 2022 using bioelectrical impedance was conduct
Externí odkaz:
https://doaj.org/article/0cfbad96359b4b29bde66d558e287128
An experimental study was conducted to investigate the effects of loading cycles on seismic behavior and damage properties for flexure-shear critical reinforced concrete columns. Two groups of circular columns (including 8 specimens) with different s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::da54937db2e194c65aac5a37c614a4a6
https://doi.org/10.21203/rs.3.rs-2611292/v1
https://doi.org/10.21203/rs.3.rs-2611292/v1
Background We aimed to analyze the characteristics of the body composition of children and adolescents aged 3–17 in Suzhou, China. Methods A cross-sectional study between January 2020 and June 2022 using bioelectrical impedance was conducted to det
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a2d2a92bf496030a03503daaabd5ffdf
https://doi.org/10.21203/rs.3.rs-2310674/v1
https://doi.org/10.21203/rs.3.rs-2310674/v1
Publikováno v:
Advances in Civil Engineering, Vol 2018 (2018)
In order to determine the energy dissipation capacity of flexure critical reinforced concrete (RC) columns reasonably, an expression for describing the hysteretic behavior including loading and unloading characteristics of flexure critical RC columns
Externí odkaz:
https://doaj.org/article/9524cf27af774243aac6f64c4829c4c8
Publikováno v:
The Baltic Journal of Road and Bridge Engineering, Vol 12, Iss 4 (2017)
The aim of this paper is to investigate the time-varying effect of stay cable of long-span cable-stayed bridges subject to vehicle load. The analysis has been carried out on the Su-Tong cable-stayed bridge in Jiangsu, China that has the second-longes
Externí odkaz:
https://doaj.org/article/1b224dd8dd4c4871821ba0b58d64705f
Autor:
Jin-Xin Gong, Jian-Lei Qiu
Publikováno v:
Computers & Structures. 214:48-59
This paper proposes an analytical hysteretic model for reinforcing bars considering the effects of inelastic buckling and low-cycle fatigue. A strain-dependent post-yield stiffness ratio formula is introduced into the traditional Bouc-Wen model to ma
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f28392a174c6fa00fc058c856b499a31
https://doi.org/10.1016/j.compstruc.2019.01.002
https://doi.org/10.1016/j.compstruc.2019.01.002
Publikováno v:
The Baltic Journal of Road and Bridge Engineering; Vol 12, No 4 (2017): The Baltic Journal of Road and Bridge Engineering; 248–257
The Baltic Journal of Road and Bridge Engineering, Vol 12, Iss 4 (2017)
The Baltic Journal of Road and Bridge Engineering, Vol 12, Iss 4 (2017)
The aim of this paper is to investigate the time-varying effect of stay cable of long-span cable-stayed bridges subject to vehicle load. The analysis has been carried out on the Su-Tong cable-stayed bridge in Jiangsu, China that has the second-longes
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ef5c9cb8fd13ae6601f2bfa3490ab9f5
https://bjrbe-journals.rtu.lv/article/view/bjrbe.2017.31
https://bjrbe-journals.rtu.lv/article/view/bjrbe.2017.31
Publikováno v:
Advances in Structural Engineering. 17:1299-1314
The main cause of deterioration in reinforced concrete (RC) structures is related to reinforcing steel corrosion, therefore, the calculation of steel corrosion loss should be evaluated in detail. The corrosion initiation time and concrete cracking ti
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0b72a2c3a7a36bc17f8f52d90777c9ac
https://doi.org/10.1260/1369-4332.17.9.1299
https://doi.org/10.1260/1369-4332.17.9.1299
Publikováno v:
Advances in Structural Engineering. 16:1957-1971
The pushover analysis technique is mostly used in the performance-based design of structures and it is favored over nonlinear time-history analysis because of its lower computational cost. However, the accuracy of pushover is not well understood. Wit
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9b0d704ecd7d241ddfbc1d8536544d72
https://doi.org/10.1260/1369-4332.16.11.1957
https://doi.org/10.1260/1369-4332.16.11.1957
Publikováno v:
Applied Mechanics and Materials. :491-496
Chloride ingress is a major factor affecting durability of reinforced concrete structures. In the present study, service life of a RC flexural member in chloride environments is predicted. First, model for service life is established considering mode
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a5c8ff9d081656dc9c26f4186b4f2675
https://doi.org/10.4028/www.scientific.net/amm.438-439.491
https://doi.org/10.4028/www.scientific.net/amm.438-439.491